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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC VPO JEORI TEH RAMPUR DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹4.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.1 LRejected-Finance VILL KIYAR PO JEORI TEHSIL RAMPUR DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹5.1 L | L2 | Rejected-Finance L2 |
| 3 | L3₹5.2 LRejected-Finance N A | ₹5.2 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Bid Withdrawn |
Tender Value
₹5.0 L
EMD Value
₹4,975
Closing Date
3 Apr 2026, 9:00 amClosed
Resident Engineer
Resident Engineer, GPHD, Jeori
Restoration of damaged river side protection wall of 2x11.25MW Ganvi - I u/s of left abutment of Bailey Bridge RD 0/11 to 15.00m by c/o cement cocrete wall which was damaged due to flood in Ganvi Khad on dated 13.08.2025.
2026_HPSEB_132762_1
HPSEBL/GPHD/DB-9/2026-27-021
Open Tender
Civil Works
45 days
Jeori
Please refer Tender documents.
5 documents required · 5 mandatory
₹590
₹4,975
18 May 2026
28 Mar 2026
4 Apr 2026
28 Mar 2026
3 Apr 2026
28 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | ||||||
| 2 | Drilling holes upto 32 mm dia dowel anchor bars in cement concrete as per specification or drawings or as per direction of EIC. | - | RMT | 1 | - | 2 |
| 3Supply erection in position 25 mm dowel anchor bars of approved type i/c cost of material complete as per drawing and specification or direction of EIC. | ||||||
| 4Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) | ||||||
| 5Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | ||||||
| 6Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | ||||||
| 7Providing and fixing pipe 75mm dia heavy duty for weep holes complete in all respects as per drawing and specifications. | ||||||
| 8Boulder/stone filling behind retaining wall. | ||||||
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BOQ_196302.xls
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